WALL LEGEND -DEMOLITION
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4 4 5 5 7 7 8 8 9 10 11 A A B B C C D D E E F F H I J J K K L L M M M1 N1 N1 O O 3 3 2 2 9.2 9.1 6 6 1 1 G N F1 M2 M2 3.1 3.1 UP DN DN DN DN DN STOR 301A STOR 301B STOR 301C STOR 301D STOR 301E ELEV HALL H-3B TELE T-3A ELEC 302A MEN RR-M-3 WOMEN RR-W-3 CUST C-3A FLAT ROOF FLAT ROOF FLAT ROOF FLAT ROOF FLAT ROOF FLAT ROOF FLAT ROOF STOR 304 STOR 305 CUST C-3B SCHOLAR PROJECTS 306 SPECIAL COLLECTIONS 307 HUMBOLDT ROOM 308 TELE T-3B GOVMNT ROOM 309 OFFICE 310 OFFICE 311 OFFICE 312 OFFICE 313 OFFICE 314 MOODLE SUPPORT 315 OFFICE 315A HALL H-3 T-COM 323 MECHANICAL TOWER REMOVE DOOR & HM FRAME TO ALLOW ACCESS FOR STRUCT WORK (SSD) (E) SEISMICALLY BRACED STACKS (E) HALF HEIGHT STACKS (E) SEISMICALLY BRACED GLASS WALL PARTITIONS (E) SEISMICALLY BRACED GLASS WALL PARTITIONS OFFICE 316 CLASSROOM 317 LIBRARY - S 302 SPECIAL COLLECTION 303 LIBRARY - N 302 (E) NON-SEISMICALLY BRACED BOOKSTACKS TO REMAIN (TO BE SEISMICALLY BRACED UNDER SEPARATE CONTRACT) SW STAIR S-3C SE STAIR S-3B ELEV EL-3A CENTRAL STAIR S-3A HALL H-3C NE STAIR S-3E ELEV EL-3B NW STAIR S-3D OPEN TO FLOOR BELOW OPEN TO FLOOR BELOW A6.1 1 A6.2 2 A6.3 1 A6.4 1 PROJECT NORTH NORTH (E) WALL OR ELEMENT TO REMAIN SHOWN SOLID WALL LEGEND - DEMOLITION (E) WALL OR ELEMENT TO BE REMOVED SHOWN DASHED TYP INDICATES RESILIENT FLOORING TO REMAIN (UON). FLOAT SMOOTH TRANSITION (1/16" PER FT) TO (E) CONC @ ALL EXPOSED EDGES PRIOR TO (N) FLOORING. N E R L E W A A T A S T E O F L R N F I O I A R L S C I E N A E D T E T H C I C 9 1 - - 5 31 C-15467 S H N O S. J E Z U A R C HUMBOLDT STATE UNIVERSITY Library - Seismic Renovations Arcata, California Owner: Trustees of the California State University Project Team Project Revisions Sheet Name Date Owner # SKA # Sheet Number Seals Arch: Suarez - Kuehne Architecture San Francisco, CA 94116 Struct: Thornton Tomasetti San Francisco, CA 94108 MEPT: Interface Engineering San Francisco, CA 94105 Acoust: Papadimos Group San Francisco, CA 94104 Civil: Stover Engineering Crescent City, CA 95531 Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521 Cost: Construction Cost Management Services Oakland, CA 94612 A2.7 JUNE 8, 2018 THIRD FLOOR DEMOLITION PLAN 3/32" = 1'-0" 1 LEVEL 3 - DEMOLITION PLAN 1 BID ADD 4 AUG 2, 2018 1 IFB #PW17-6, Addendum #4, Exhibit G, Page 1 of 8
Transcript of WALL LEGEND -DEMOLITION
MECHANICAL TOWER
REMOVE DOOR & HM FRAME TO ALLOW ACCESS FOR STRUCT WORK (SSD)
(E) SEISMICALLY BRACED STACKS
(E) HALF HEIGHT STACKS
OFFICE
316
CLASSROOM
317
302
(E) NON-SEISMICALLY BRACED BOOKSTACKS TO REMAIN (TO BE SEISMICALLY BRACED UNDER SEPARATE CONTRACT)
SW STAIR
WALL LEGEND - DEMOLITION
(E) WALL OR ELEMENT TO BE REMOVED SHOWN DASHED TYP
INDICATES RESILIENT FLOORING TO REMAIN (UON). FLOAT SMOOTH TRANSITION (1/16" PER FT) TO (E) CONC @ ALL EXPOSED EDGES PRIOR TO (N) FLOORING.
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A2.7
1
IFB #PW17-6, Addendum #4, Exhibit G, Page 1 of 8
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B
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F
LIBRARY - S
302
ELEV
EL-3B
ELEV
EL-3A
(E) NON-SEISMICALLY BRACED BOOKSTACKS TO REMAIN (TO BE SEISMICALLY BRACED UNDER SEPARATE CONTRACT)
ELEV HALL
WALL LEGEND - PROPOSED
(N) WALL SHOWN HATCHED GRAY (NON-RATED UON AS SHOWN BELOW WITH RATED DASHED LINES)
(E) 1-HR FIRE RESISTANCE RATED INT WALL TYP
(E) 2-HR FIRE RESISTANCE RATED INT WALL TYP
(E) 1-HR FIRE RESISTANCE RATED INT CORRIDOR WALL TYP
1. FOR RCPs SEE A4.0 THROUGH 4.5 2. SEE WALL & PARTITION KEY/ DETAILS A11.1 THROUGH A11.5 3. PROVIDE ALL REQD BACKING PLATES FOR (N) EQUIP,
ACCESSORIES, CASEWORK, ETC PER BACKING PLATE SCHEDULE A11.1
4. SEE ROOM FINISH SCHEDULE A9.8 FOR DETAILS REQUIREMENTS 5. SEE GLAZED OPENING SCHEDULE/ DETAILS A9.6 6. SEE DOOR SCHEDULE/ DETAILS A9.5 7. ALL DIMENSIONS NOTED ARE TO FACE OF FINISH, CENTER OF WALL
ASSEMBLY, OR GRID LINES UON 8. FOR INTERIOR SIGNAGE LOCATION SEE SIGNAGE PLANS A2.2S,
DETAIL PLANS A5.4 9. SEE SITE PLAN A0.2 FOR SITE SIGNAGE LOCATIONS 10. SEE EXTERIOR ELEVATIONS FOR EXTERIOR BUILDING SIGNAGE
A6.1 THROUGH A6.7
GENERAL PLAN NOTES
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A2.8
1
IFB #PW17-6, Addendum #4, Exhibit G, Page 2 of 8
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9' - 6"
9' - 6"
9' - 6"
9' - 6"
9' - 6"
9' - 6"
8' - 0"
9' - 6"
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
REMOVE SHADED CEILING ABOVE (E) DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
(N) SURF SCONCE LIGHT FIXT IN (E) LOC TYP (SED)
(N) RECESSED LIGHT FIXT IN (E) LOC TYP (SED)
AREA OF (E) CEM PLAS SOFFITT SHOWN SHADED TO BE REMOVED & REPLACED W/ BRACED CEM PLAS SOFFIT (SEE 10/A10.1 TYP) AFTER STRUCT SEISMIC SHEAR WALL WORK (SSD)
STRUCT WORK ABOVE DOOR HEADER & CONC CANOPY @ LOADING DOCK (SSD)
REMOVE SHADED (E) CEILING ABOVE TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
A4.5
2
(N) EXT COMPOSITE WOOD PANEL CEILING SOFFIT SYSTEM (SEE TYP DETAILS/NOTES 7/A9.1)
CJ TYP
CJ TYP
CJ TYP
CJ TYP
CJ TYP
(N) RECESSED LIGHT FIXT IN (E) LOC TYP OF 4 THIS AREA (SED)
(E) CEM PLAS SOFFIT TO REMAIN
(E) SLOPING CEM PLAS SOFFIT TO REMAIN
(N) SCONCE WALLPACK @ (E) LOC SEE EXT ELEV (SED)
(N) SCONCE WALLPACK @ (N) LOC SEE EXT ELEV (SED)
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A4.2
1 OWNER REV JUN 26, 2018
2
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 3 of 8
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F1
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3.1
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN- KIND TO MATCH (E)
A5.4
6
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A4.3
1 SRB JUN 25, 2018
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 4 of 8
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204
203
208
206
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205
202D
205B
209
202A
EL-2A
S-2C
S-2B
S-2E
S-2D
S-2A
202
202B
202C
202E
201
205A
205C
DISPLAY
REMOVE DOOR (LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES)
REMOVE WCS & PTNS AS SHOWN
REMOVE FLOOR & WALL TILE FINISH TYP BOTH TOILET ROOMS (INCL VESTIBULES FLOOR FINISH)
REMOVE (E) URINALS TYP W/ (N) URINALS TO BE INSTALLED @ SAME PLAN LOCATIONS UON)
REMOVE WCS & PTNS AS SHOWN
REMOVE LAVS TYP
REMOVE LAVS TYP
1' - 8 1/4"
1' - 8"
REMOVE DOOR (LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES)
REMOVE FLOOR & WALL TILE FINISH TYP
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
REMOVE WALL GYP BD / PLASTER TYP WHERE SHOWN AS DASHED LINE
1' - 5 1/2"
1' - 5 1/2"
4' - 7 3/4"
/4 "
@ REMOVED DOOR - LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES
(N) LAV W/ SENSOR FAUCET TYP
(N) TOILET / URINAL PTNS AS SHOWN TYP
@ REMOVED DOOR - LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES
(N) LAV W/ SENSOR FAUCET TYP
(N) WCS & SENSOR FLUSH VALVE (NOTE NEW ROUGH-IN DIM TO WALL)
(N) TOILET PTNS AS SHOWN
(N) WCS & BATTERY SENSOR FLUSH VALVE (NOTE NEW ROUGH-IN DIM TO WALL)
(N) WCS & SENSOR FLUSH VALVE TYP @ (E) LOCS
(N) URINALS W/ (N) BATTERY SENSOR FLUSH VALVE TYP
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED (INCL VESTIBULES)
A7.2
3
2
1
4
A7.2
7
8
5
6
4 ' -
8 "
5 ' -
0 "
3 ' -
0 "
1 ' -
8 "
(N)
(E)
(N)
(E)
(N)
(E)
ROBE HOOK TYP @ INSIDE OF ALL TOILET PTN DOOR (@ 44" AFF)
ROBE HOOK @ INSIDE OF TOILET PTN DOOR (@ 44" AFF)
(N) SND TYP EA STALL
CA RESTROOM SYMBOL SEE 5/A9.2
RESTROOM ID, SEE 5/A9.2
ROOM ID, SEE 5/A9.2
RESTROOM ID, SEE 5/A9.2
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
MODIFY (E) RESTROOM DOOR TO ADD TRANSFER LOUVER: ANEMOSTAT FDLS GSM FACTORY PRIMED 24"X18" INSTALLED 12" FROM BOTTOM OF DOOR; OR APPROVED EQ - REFINISH (E) DOOR (CLEAR FINISH) ALL SIDES TYP - PROVIDE (N) FLOOR TRANSITION "B" (SEE 6/A9.5)
MODIFY (E) RESTROOM DOOR TO ADD TRANSFER LOUVER: ANEMOSTAT FDLS GSM FACTORY PRIMED 24"X18" INSTALLED 12" FROM BOTTOM OF DOOR; OR APPROVED EQ - REFINISH (E) DOOR (CLEAR FINISH) ALL SIDES TYP - PROVIDE (N) FLOOR TRANSITION "B" (SEE 6/A9.5)
(N) CARPET @ VEST / (N) CT @ TOILET ROOM (PROVIDE (N) FLOOR TRANSITION "A" (SEE 6/A9.5)
(N) CARPET @ VEST / (N) CT @ TOILET ROOM (PROVIDE (N) FLOOR TRANSITION "A" (SEE 6/A9.5)
(N) WALL GYP BD TYP WHERE (E) HAS BEEN REMOVED
3 ' -
0 "
A5.4
1
A5.4
REMOVE (E) LIGHT FIXTS IN (E) CEILING TYP
(E) HVAC DIFFUSERS & ACCESS PANELS IN (E) CEILING TO REMAIN TYP
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
F -9
(N) LIGHT FIXT @ (N) LOC - SED
(N) LIGHT FIXT @ (N) LOC - SED
REPLACE (E) MANUAL LIGHT SWITCH W/ LINE VOLTAGE OCC SENSOR (WATTSTOPPER WS-250; OR APPROVED EQ) SED
REPLACE (E) MANUAL LIGHT SWITCH W/ LINE VOLTAGE OCC SENSOR (WATTSTOPPER WS-250; OR APPROVED EQ) SED
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
2
PROVIDE (N) PLAM SURFACED CAB INTERIOR PANELS TYP
PROVIDE (N) SST 1-1/2" DIA SUPPORT RAIL AT BACK OF CAB MTD @ 32" (TOP OF RAIL ABOVE FIN FLOOR)
0 ' -
2 "
0 ' -
2 "
RELOCATE (N) CALL BUTTON TO WITHIN 48" MAX AFF TYP ALL FLOORS (BASEMENT, LEVEL 1, LEVEL 2, LEVEL 3) - PATCH HM FRAME & PT TO MATCH (E) FINISH
PROVIDE (N) CAR OPERATING PANEL W/ ALL CAR & EMERGENCY CONTROLS COMPLIANT WITH 2016 CBC 11B-407.4 REQUIREMENTS (NOTE (N) CONTROLS TO NOT REQUIRE KEY SWITCH FOR BASEMENT ACCCESS)
ELEVATOR
3 ' -
6 "
PROVIDE (N) TACTILE FLOOR DESIGNATION SIGNAGE EA JAMB (@ 44" AFF)
EXISTING "IN CASE OF FIRE..." SIGNAGE TO REMAIN
PROVIDE (N) CEILING PANEL GRID W/ LED LIGHTING (SEE DET 7 THIS SHEET)
A7.2 12 10
CONSTRUCTED UNDER SEPARATE CONTRACT BY
OWNER/TRUSTEES
ELEVATOR
E Q
E Q
E Q
PROVIDE (N) SST FACED REMOVABLE CEILING PANEL GRID W/ SMALL APERTURE RECESSED LED LIGHTING
SMALL REVEAL TYP
ESCAPE HATCH ABOVE - VIF SIZE & LOCATION FOR (N) GRID CEILING OPENABLE ACCESS PANEL
NOTE ALL PROPOSED ELEVATOR UPGRADES TO BE
CONSTRUCTED UNDER SEPARATE CONTRACT BY
OWNER/TRUSTEES
3 ' -
0 "
3 ' -
0 "
WALL CL BEYOND
(E) SECURITY GATES RELOCATED FROM (E) BASEMENT LOBBY (TYP OF 3)
ACCESSIBLE HEIGHT/PROFILE WIREMOLD (PARTIALLY RECESSED IN (E) CONC - SEE DET
PROVIDE (N) POWER SOURCE (CONCEALED IN WALL FROM ABOVE (N) CEILING)
1 ' -
8 "
2
A9.1
(N) QUICK RELEASE ROPE FROM SECURITY GATE MFR TO WALL BRACKET
(E) SECURITY GATES RELOCATED FROM (E) LEVEL 1 MAIN LOBBY (TYP OF 3) (EXPAND CLEAR AILSE WIDTH FROM (E) 36" TO 42" SHOWN TYP)
ACCESSIBLE HEIGHT/PROFILE WIREMOLD (PARTIALLY RECESSED IN (E) CONC - SEE DET
PROVIDE (N) POWER SOURCE (SURFACE MTD DN WALL FROM ABOVE (N) CEILING)
EQ EQ
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A5.4
1/4" = 1'-0" 2
1/32" = 1'-0" 4
SECOND FLOOR
THE PROPOSED ACCESSIBILITY IMPROVEMENTS REQUIRE THE REDUCTION IN THE NUMBER OF TOILET FIXTUES, RESULTING IN LESS THAN WHAT WOULD OTHERWISE BE REQUIRED. THIS IS
SUBMITTED FOR BUILDING OFFICIAL APPROVAL IN ACCORDANCE WITH 2016 CPC TABLE 422.1 FOOTNOTE 7 "IN ACCORDANCE WITH
SECTIONS 1.8.7 AND 301.3, THE AHJ MAY APPROVE ALTERNATE DESIGN CRITERIA WHEN DETERMINING THE MINIMUM NUMBER OF
PLUMBING FIXTURES"
1/4" = 1'-0" 6
1/2" = 1'-0" 5
9 LEVEL - BASEMENT - PROPOSED - SECURITY GATES H-0G
1
1 OWNER REV JUN 26, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 5 of 8
S S
S S
S S
J K L M NM1 N1
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(E) CONCRETE COLUMN, TYP
(E) CONCRETE WALL, TYP
(E) CONCRETE COLUMN, TYP
5
O
9.2
HSS STEEL COL
CONC INFILL OF (E) DOOR OPENING PER
FRP WRAP SPANDREL OVER WALL OPNG PER
NEW BRACING OF EXISTING FIRE SPRINKLER SYSTEM, TO BE DESIGNED BY CONTRACTOR, IN ACCORDANCE WITH NFPA 13-16
(N) 14" THICK CONCRETE SHEAR WALL, TYP
CONC INFILL OF (E) DOOR OPENING PER
SEE S1.1 FOR SCOPE, EXTEND DOWN INTO BASEMENT/CRAWL SPACE, AND/OR DOWN TO (E) FOOTINGS
NEW OPENING IN (E) CONC WALL PER
NEW OPENING IN (E) CONC WALL PER
1
S3.2
1
S3.1
2
S3.2
1
S3.3
1
S3.4
3
S3.3
S5.2 TYP
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
8' -
(N )
TYP ALONG GRID 4, FROM GRID A TO D VIF
9
S5.1
3' - 8"
17' - 8"
1' - 2"
7' - 8"
DEMO HEADER ABOVE (E) OPENING PER
DEMO FOR (N) HVAC OPENING PER 2/S4.3 OPENING SHALL NOT EXCEED 26"x14", SEE ARCH/MECH
SLAB ON GRADE
3' -
1 "
2' -
5 "
4' -
0 "
4' -
0 "
1' -
6 "
2' - 7"
6' - 11"
DEMO FOR (N) OPENING PER 2/S4.3, OPENING SHALL NOT EXCEED 26"x26", SEE ARCH/MECH
CONC INFILL OF (E) OPENING PER
4
S4.3
IA
S
A
L
Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
BASEMENT
FOUNDATION
PLAN
FOUNDATION PLAN NOTES
1. SEE GENERAL NOTES ON SHEETS S0.1 AND S0.2 2. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE
STRUCTURE. NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY. 3. FOR DRAINAGE DETAILS, SUMPS, PITS, DAMP PROOFING, TRENCHES, CURBS, EXTERIOR WALKS, UTILITIES, EQUIPMENT
DETAILS, STEPS, ETC., SEE DRAWINGS OTHER THAN STRUCTURAL. 4. TOP OF EXISTING FOOTING ELEVATIONS IDENTIFIED ON PLAN ARE TAKEN FROM ORIGINAL CONSTRUCTION DOCUMENTS,
AND CAN BE USED FOR BIDDING PURPOSES. ACTUAL TOP OF FOOTING ELEVATION SHALL BE VERIFIED IN FIELD.
1 SRB JULY 20, 2018
2 WILLDAN JULY 20, 2018
3 BID ADD 4 AUGUST 3, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 6 of 8
S S
S S
S S
S S
J K L M NM1 N1
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(E) CONCRETE WALL, TYP
(E) CONCRETE WALL, TYP
(E) CONCRETE FLOOR SLAB
6
S4.1
9
S4.1
6
S4.1*
9
S4.1*
(E) CONCRETE JOIST, TYP
1
S5.1
O
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
9.2
TOF ELEV -7'-3", VIF
TOF ELEV -4'-7", VIF
TOF ELEV -4'-7", VIF
22' - 6" 22' - 6" 22' - 6" 22' - 6" 3' - 8" 17' - 8"
1' - 2"
7' - 8"
10" SHOTCRETE ADDED TO (E) CONC WALL, TYP
FRP WRAP SPANDREL OVER WALL OPNG, PER
(N) CONC OVER (E) FTG, TYP AT (N) "L" COLUMNS,
(N) "L" CONC COL, TYP.1
S3.2
1
S3.1
2
S3.1
1
S3.3
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S3.4
2
S3.4
3
S3.3
2
S3.8
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S3.2
OH
3
S3.5
OH
S5.1
5' -
0 "
3
6
S4.1
9
S4.1
(E) OPENING IN THE SLAB W/ BAR GRATING (CONTRACTOR TO USE FOR ACCESS TO CRAWL SPACE)
s s s
S4.2
5
S4.2
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S4.2
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S3.9
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S3.9
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S3.9
FRP COL JACKET
IN SHADED AREA, LIMIT OCCUPANCY TO CONSTRUCTION PERSONNEL ONLY, UNTIL NEW FOOTINGS ARE INSTALLED
10' - 0"
1' -
6 "
NEW FTG EXTENT TO MATCH END OF EXISTING FTG (VIF)
NEW FTG EXTENT TO MATCH END OF EXISTING FTG (VIF)
1
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Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
FIRST FLOOR
FOUNDATION AND
FRAMING PLAN
FOUNDATION PLAN NOTES
1. REFER TO FOUNDATION NOTES ON SHEET S1.0.
2. "RWL" DENOTES LOCATION WHERE (E) RWL IS EMBEDDED IN (E) CONC COL. SEE 2/S4.1 FOR SCANNING REQUIRMENTS PRIOR TO DRILLING NEW HOLES IN COLUMN.
1 BID ADD 4 AUGUST 3, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 7 of 8
A
T/SLAB
4-KB-TZ 3/4" DIA W/ 4-3/4" EMBED ANCHORS (TYP T&B)
10"x12"x1/2" BASE PL
BASE PL HSS COL
2
S5.2
10"
PL1/2
#5 REBAR WITH HILTI HIT-RE 500 V3 EPOXY W/ 7 1/2" MIN EMBED
1/2
PL3/4"X10"X0'-10"
(3) 1/2" DIA HILTI HIT-HY 200 EPOXY ANCHOR BOLTS W/ 2 3/4" MIN EMBED
1/4 4-12
CL HSS
4
S5.2
IA
S
A
L
Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
DETAILS
CANOPY BEAM TO WALL CONNECTION 2
1 SRB JULY 20, 2018
2 BID ADD 4 AUGUST 3, 2018
1 1/2" = 1'-0"
1 1/2" = 1'-0"
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 8 of 8
Sheets
A4.2 - LEVEL 1 - RCP
A4.3 - LEVEL 2 - RCP
REMOVE DOOR & HM FRAME TO ALLOW ACCESS FOR STRUCT WORK (SSD)
(E) SEISMICALLY BRACED STACKS
(E) HALF HEIGHT STACKS
OFFICE
316
CLASSROOM
317
302
(E) NON-SEISMICALLY BRACED BOOKSTACKS TO REMAIN (TO BE SEISMICALLY BRACED UNDER SEPARATE CONTRACT)
SW STAIR
WALL LEGEND - DEMOLITION
(E) WALL OR ELEMENT TO BE REMOVED SHOWN DASHED TYP
INDICATES RESILIENT FLOORING TO REMAIN (UON). FLOAT SMOOTH TRANSITION (1/16" PER FT) TO (E) CONC @ ALL EXPOSED EDGES PRIOR TO (N) FLOORING.
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A2.7
1
IFB #PW17-6, Addendum #4, Exhibit G, Page 1 of 8
44
55
77
88
99
1010
1111
A
A
B
B
C
C
D
D
E
E
F
F
LIBRARY - S
302
ELEV
EL-3B
ELEV
EL-3A
(E) NON-SEISMICALLY BRACED BOOKSTACKS TO REMAIN (TO BE SEISMICALLY BRACED UNDER SEPARATE CONTRACT)
ELEV HALL
WALL LEGEND - PROPOSED
(N) WALL SHOWN HATCHED GRAY (NON-RATED UON AS SHOWN BELOW WITH RATED DASHED LINES)
(E) 1-HR FIRE RESISTANCE RATED INT WALL TYP
(E) 2-HR FIRE RESISTANCE RATED INT WALL TYP
(E) 1-HR FIRE RESISTANCE RATED INT CORRIDOR WALL TYP
1. FOR RCPs SEE A4.0 THROUGH 4.5 2. SEE WALL & PARTITION KEY/ DETAILS A11.1 THROUGH A11.5 3. PROVIDE ALL REQD BACKING PLATES FOR (N) EQUIP,
ACCESSORIES, CASEWORK, ETC PER BACKING PLATE SCHEDULE A11.1
4. SEE ROOM FINISH SCHEDULE A9.8 FOR DETAILS REQUIREMENTS 5. SEE GLAZED OPENING SCHEDULE/ DETAILS A9.6 6. SEE DOOR SCHEDULE/ DETAILS A9.5 7. ALL DIMENSIONS NOTED ARE TO FACE OF FINISH, CENTER OF WALL
ASSEMBLY, OR GRID LINES UON 8. FOR INTERIOR SIGNAGE LOCATION SEE SIGNAGE PLANS A2.2S,
DETAIL PLANS A5.4 9. SEE SITE PLAN A0.2 FOR SITE SIGNAGE LOCATIONS 10. SEE EXTERIOR ELEVATIONS FOR EXTERIOR BUILDING SIGNAGE
A6.1 THROUGH A6.7
GENERAL PLAN NOTES
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A2.8
1
IFB #PW17-6, Addendum #4, Exhibit G, Page 2 of 8
4
4
5
5
77
88
99
1010
1111
9' - 6"
9' - 6"
9' - 6"
9' - 6"
9' - 6"
9' - 6"
8' - 0"
9' - 6"
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
REMOVE SHADED CEILING ABOVE (E) DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
(N) SURF SCONCE LIGHT FIXT IN (E) LOC TYP (SED)
(N) RECESSED LIGHT FIXT IN (E) LOC TYP (SED)
AREA OF (E) CEM PLAS SOFFITT SHOWN SHADED TO BE REMOVED & REPLACED W/ BRACED CEM PLAS SOFFIT (SEE 10/A10.1 TYP) AFTER STRUCT SEISMIC SHEAR WALL WORK (SSD)
STRUCT WORK ABOVE DOOR HEADER & CONC CANOPY @ LOADING DOCK (SSD)
REMOVE SHADED (E) CEILING ABOVE TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
A4.5
2
(N) EXT COMPOSITE WOOD PANEL CEILING SOFFIT SYSTEM (SEE TYP DETAILS/NOTES 7/A9.1)
CJ TYP
CJ TYP
CJ TYP
CJ TYP
CJ TYP
(N) RECESSED LIGHT FIXT IN (E) LOC TYP OF 4 THIS AREA (SED)
(E) CEM PLAS SOFFIT TO REMAIN
(E) SLOPING CEM PLAS SOFFIT TO REMAIN
(N) SCONCE WALLPACK @ (E) LOC SEE EXT ELEV (SED)
(N) SCONCE WALLPACK @ (N) LOC SEE EXT ELEV (SED)
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A4.2
1 OWNER REV JUN 26, 2018
2
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 3 of 8
4
5
7
8
9
10
11
A
A
B
B
C
C
D
D
E
E
F
F
H
H
I
I
J
J
K
K
L
L
M
G
N
F1
M2
M2
3.1
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN-KIND TO MATCH (E)
REMOVE SHADED (E) CEILING ABOVE DOOR HEADER TO ACCESS STRUCT WORK (SSD) - REPLACE CEILING IN- KIND TO MATCH (E)
A5.4
6
NER
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A4.3
1 SRB JUN 25, 2018
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 4 of 8
223
204
203
208
206
207
205
202D
205B
209
202A
EL-2A
S-2C
S-2B
S-2E
S-2D
S-2A
202
202B
202C
202E
201
205A
205C
DISPLAY
REMOVE DOOR (LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES)
REMOVE WCS & PTNS AS SHOWN
REMOVE FLOOR & WALL TILE FINISH TYP BOTH TOILET ROOMS (INCL VESTIBULES FLOOR FINISH)
REMOVE (E) URINALS TYP W/ (N) URINALS TO BE INSTALLED @ SAME PLAN LOCATIONS UON)
REMOVE WCS & PTNS AS SHOWN
REMOVE LAVS TYP
REMOVE LAVS TYP
1' - 8 1/4"
1' - 8"
REMOVE DOOR (LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES)
REMOVE FLOOR & WALL TILE FINISH TYP
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
REMOVE WALL GYP BD / PLASTER TYP WHERE SHOWN AS DASHED LINE
1' - 5 1/2"
1' - 5 1/2"
4' - 7 3/4"
/4 "
@ REMOVED DOOR - LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES
(N) LAV W/ SENSOR FAUCET TYP
(N) TOILET / URINAL PTNS AS SHOWN TYP
@ REMOVED DOOR - LEAVE FRAME IN PLACE - PATCH/FILL ALL HARDWARE HOLES & KNOCKOUTS FLUSH WITH (E) FRAME SURFACES
(N) LAV W/ SENSOR FAUCET TYP
(N) WCS & SENSOR FLUSH VALVE (NOTE NEW ROUGH-IN DIM TO WALL)
(N) TOILET PTNS AS SHOWN
(N) WCS & BATTERY SENSOR FLUSH VALVE (NOTE NEW ROUGH-IN DIM TO WALL)
(N) WCS & SENSOR FLUSH VALVE TYP @ (E) LOCS
(N) URINALS W/ (N) BATTERY SENSOR FLUSH VALVE TYP
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED
(N) FLOOR & WALL TILE FINISH TYP WHERE (E) HAS BEEN REMOVED (INCL VESTIBULES)
A7.2
3
2
1
4
A7.2
7
8
5
6
4 ' -
8 "
5 ' -
0 "
3 ' -
0 "
1 ' -
8 "
(N)
(E)
(N)
(E)
(N)
(E)
ROBE HOOK TYP @ INSIDE OF ALL TOILET PTN DOOR (@ 44" AFF)
ROBE HOOK @ INSIDE OF TOILET PTN DOOR (@ 44" AFF)
(N) SND TYP EA STALL
CA RESTROOM SYMBOL SEE 5/A9.2
RESTROOM ID, SEE 5/A9.2
ROOM ID, SEE 5/A9.2
RESTROOM ID, SEE 5/A9.2
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
MODIFY (E) RESTROOM DOOR TO ADD TRANSFER LOUVER: ANEMOSTAT FDLS GSM FACTORY PRIMED 24"X18" INSTALLED 12" FROM BOTTOM OF DOOR; OR APPROVED EQ - REFINISH (E) DOOR (CLEAR FINISH) ALL SIDES TYP - PROVIDE (N) FLOOR TRANSITION "B" (SEE 6/A9.5)
MODIFY (E) RESTROOM DOOR TO ADD TRANSFER LOUVER: ANEMOSTAT FDLS GSM FACTORY PRIMED 24"X18" INSTALLED 12" FROM BOTTOM OF DOOR; OR APPROVED EQ - REFINISH (E) DOOR (CLEAR FINISH) ALL SIDES TYP - PROVIDE (N) FLOOR TRANSITION "B" (SEE 6/A9.5)
(N) CARPET @ VEST / (N) CT @ TOILET ROOM (PROVIDE (N) FLOOR TRANSITION "A" (SEE 6/A9.5)
(N) CARPET @ VEST / (N) CT @ TOILET ROOM (PROVIDE (N) FLOOR TRANSITION "A" (SEE 6/A9.5)
(N) WALL GYP BD TYP WHERE (E) HAS BEEN REMOVED
3 ' -
0 "
A5.4
1
A5.4
REMOVE (E) LIGHT FIXTS IN (E) CEILING TYP
(E) HVAC DIFFUSERS & ACCESS PANELS IN (E) CEILING TO REMAIN TYP
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
F -9
(N) LIGHT FIXT @ (N) LOC - SED
(N) LIGHT FIXT @ (N) LOC - SED
REPLACE (E) MANUAL LIGHT SWITCH W/ LINE VOLTAGE OCC SENSOR (WATTSTOPPER WS-250; OR APPROVED EQ) SED
REPLACE (E) MANUAL LIGHT SWITCH W/ LINE VOLTAGE OCC SENSOR (WATTSTOPPER WS-250; OR APPROVED EQ) SED
ALL WORK ON LEVEL 2 TOILET ROOMS IS ADD ALTERNATE 4
2
PROVIDE (N) PLAM SURFACED CAB INTERIOR PANELS TYP
PROVIDE (N) SST 1-1/2" DIA SUPPORT RAIL AT BACK OF CAB MTD @ 32" (TOP OF RAIL ABOVE FIN FLOOR)
0 ' -
2 "
0 ' -
2 "
RELOCATE (N) CALL BUTTON TO WITHIN 48" MAX AFF TYP ALL FLOORS (BASEMENT, LEVEL 1, LEVEL 2, LEVEL 3) - PATCH HM FRAME & PT TO MATCH (E) FINISH
PROVIDE (N) CAR OPERATING PANEL W/ ALL CAR & EMERGENCY CONTROLS COMPLIANT WITH 2016 CBC 11B-407.4 REQUIREMENTS (NOTE (N) CONTROLS TO NOT REQUIRE KEY SWITCH FOR BASEMENT ACCCESS)
ELEVATOR
3 ' -
6 "
PROVIDE (N) TACTILE FLOOR DESIGNATION SIGNAGE EA JAMB (@ 44" AFF)
EXISTING "IN CASE OF FIRE..." SIGNAGE TO REMAIN
PROVIDE (N) CEILING PANEL GRID W/ LED LIGHTING (SEE DET 7 THIS SHEET)
A7.2 12 10
CONSTRUCTED UNDER SEPARATE CONTRACT BY
OWNER/TRUSTEES
ELEVATOR
E Q
E Q
E Q
PROVIDE (N) SST FACED REMOVABLE CEILING PANEL GRID W/ SMALL APERTURE RECESSED LED LIGHTING
SMALL REVEAL TYP
ESCAPE HATCH ABOVE - VIF SIZE & LOCATION FOR (N) GRID CEILING OPENABLE ACCESS PANEL
NOTE ALL PROPOSED ELEVATOR UPGRADES TO BE
CONSTRUCTED UNDER SEPARATE CONTRACT BY
OWNER/TRUSTEES
3 ' -
0 "
3 ' -
0 "
WALL CL BEYOND
(E) SECURITY GATES RELOCATED FROM (E) BASEMENT LOBBY (TYP OF 3)
ACCESSIBLE HEIGHT/PROFILE WIREMOLD (PARTIALLY RECESSED IN (E) CONC - SEE DET
PROVIDE (N) POWER SOURCE (CONCEALED IN WALL FROM ABOVE (N) CEILING)
1 ' -
8 "
2
A9.1
(N) QUICK RELEASE ROPE FROM SECURITY GATE MFR TO WALL BRACKET
(E) SECURITY GATES RELOCATED FROM (E) LEVEL 1 MAIN LOBBY (TYP OF 3) (EXPAND CLEAR AILSE WIDTH FROM (E) 36" TO 42" SHOWN TYP)
ACCESSIBLE HEIGHT/PROFILE WIREMOLD (PARTIALLY RECESSED IN (E) CONC - SEE DET
PROVIDE (N) POWER SOURCE (SURFACE MTD DN WALL FROM ABOVE (N) CEILING)
EQ EQ
Project Team
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95521
Cost: Construction Cost Management Services Oakland, CA 94612
A5.4
1/4" = 1'-0" 2
1/32" = 1'-0" 4
SECOND FLOOR
THE PROPOSED ACCESSIBILITY IMPROVEMENTS REQUIRE THE REDUCTION IN THE NUMBER OF TOILET FIXTUES, RESULTING IN LESS THAN WHAT WOULD OTHERWISE BE REQUIRED. THIS IS
SUBMITTED FOR BUILDING OFFICIAL APPROVAL IN ACCORDANCE WITH 2016 CPC TABLE 422.1 FOOTNOTE 7 "IN ACCORDANCE WITH
SECTIONS 1.8.7 AND 301.3, THE AHJ MAY APPROVE ALTERNATE DESIGN CRITERIA WHEN DETERMINING THE MINIMUM NUMBER OF
PLUMBING FIXTURES"
1/4" = 1'-0" 6
1/2" = 1'-0" 5
9 LEVEL - BASEMENT - PROPOSED - SECURITY GATES H-0G
1
1 OWNER REV JUN 26, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 5 of 8
S S
S S
S S
J K L M NM1 N1
4
5
6
7
8
9
10
11
3
2
(E) CONCRETE COLUMN, TYP
(E) CONCRETE WALL, TYP
(E) CONCRETE COLUMN, TYP
5
O
9.2
HSS STEEL COL
CONC INFILL OF (E) DOOR OPENING PER
FRP WRAP SPANDREL OVER WALL OPNG PER
NEW BRACING OF EXISTING FIRE SPRINKLER SYSTEM, TO BE DESIGNED BY CONTRACTOR, IN ACCORDANCE WITH NFPA 13-16
(N) 14" THICK CONCRETE SHEAR WALL, TYP
CONC INFILL OF (E) DOOR OPENING PER
SEE S1.1 FOR SCOPE, EXTEND DOWN INTO BASEMENT/CRAWL SPACE, AND/OR DOWN TO (E) FOOTINGS
NEW OPENING IN (E) CONC WALL PER
NEW OPENING IN (E) CONC WALL PER
1
S3.2
1
S3.1
2
S3.2
1
S3.3
1
S3.4
3
S3.3
S5.2 TYP
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
8' -
(N )
TYP ALONG GRID 4, FROM GRID A TO D VIF
9
S5.1
3' - 8"
17' - 8"
1' - 2"
7' - 8"
DEMO HEADER ABOVE (E) OPENING PER
DEMO FOR (N) HVAC OPENING PER 2/S4.3 OPENING SHALL NOT EXCEED 26"x14", SEE ARCH/MECH
SLAB ON GRADE
3' -
1 "
2' -
5 "
4' -
0 "
4' -
0 "
1' -
6 "
2' - 7"
6' - 11"
DEMO FOR (N) OPENING PER 2/S4.3, OPENING SHALL NOT EXCEED 26"x26", SEE ARCH/MECH
CONC INFILL OF (E) OPENING PER
4
S4.3
IA
S
A
L
Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
BASEMENT
FOUNDATION
PLAN
FOUNDATION PLAN NOTES
1. SEE GENERAL NOTES ON SHEETS S0.1 AND S0.2 2. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE
STRUCTURE. NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY. 3. FOR DRAINAGE DETAILS, SUMPS, PITS, DAMP PROOFING, TRENCHES, CURBS, EXTERIOR WALKS, UTILITIES, EQUIPMENT
DETAILS, STEPS, ETC., SEE DRAWINGS OTHER THAN STRUCTURAL. 4. TOP OF EXISTING FOOTING ELEVATIONS IDENTIFIED ON PLAN ARE TAKEN FROM ORIGINAL CONSTRUCTION DOCUMENTS,
AND CAN BE USED FOR BIDDING PURPOSES. ACTUAL TOP OF FOOTING ELEVATION SHALL BE VERIFIED IN FIELD.
1 SRB JULY 20, 2018
2 WILLDAN JULY 20, 2018
3 BID ADD 4 AUGUST 3, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 6 of 8
S S
S S
S S
S S
J K L M NM1 N1
4
5
6
7
8
9
10
11
N
3
2
(E) CONCRETE WALL, TYP
(E) CONCRETE WALL, TYP
(E) CONCRETE FLOOR SLAB
6
S4.1
9
S4.1
6
S4.1*
9
S4.1*
(E) CONCRETE JOIST, TYP
1
S5.1
O
22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"
9.2
TOF ELEV -7'-3", VIF
TOF ELEV -4'-7", VIF
TOF ELEV -4'-7", VIF
22' - 6" 22' - 6" 22' - 6" 22' - 6" 3' - 8" 17' - 8"
1' - 2"
7' - 8"
10" SHOTCRETE ADDED TO (E) CONC WALL, TYP
FRP WRAP SPANDREL OVER WALL OPNG, PER
(N) CONC OVER (E) FTG, TYP AT (N) "L" COLUMNS,
(N) "L" CONC COL, TYP.1
S3.2
1
S3.1
2
S3.1
1
S3.3
1
S3.4
2
S3.4
3
S3.3
2
S3.8
2
S3.2
OH
3
S3.5
OH
S5.1
5' -
0 "
3
6
S4.1
9
S4.1
(E) OPENING IN THE SLAB W/ BAR GRATING (CONTRACTOR TO USE FOR ACCESS TO CRAWL SPACE)
s s s
S4.2
5
S4.2
5
S4.2
1
S3.9
2
S3.9
4
S3.9
FRP COL JACKET
IN SHADED AREA, LIMIT OCCUPANCY TO CONSTRUCTION PERSONNEL ONLY, UNTIL NEW FOOTINGS ARE INSTALLED
10' - 0"
1' -
6 "
NEW FTG EXTENT TO MATCH END OF EXISTING FTG (VIF)
NEW FTG EXTENT TO MATCH END OF EXISTING FTG (VIF)
1
IA
S
A
L
Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
FIRST FLOOR
FOUNDATION AND
FRAMING PLAN
FOUNDATION PLAN NOTES
1. REFER TO FOUNDATION NOTES ON SHEET S1.0.
2. "RWL" DENOTES LOCATION WHERE (E) RWL IS EMBEDDED IN (E) CONC COL. SEE 2/S4.1 FOR SCANNING REQUIRMENTS PRIOR TO DRILLING NEW HOLES IN COLUMN.
1 BID ADD 4 AUGUST 3, 2018
IFB #PW17-6, Addendum #4, Exhibit G, Page 7 of 8
A
T/SLAB
4-KB-TZ 3/4" DIA W/ 4-3/4" EMBED ANCHORS (TYP T&B)
10"x12"x1/2" BASE PL
BASE PL HSS COL
2
S5.2
10"
PL1/2
#5 REBAR WITH HILTI HIT-RE 500 V3 EPOXY W/ 7 1/2" MIN EMBED
1/2
PL3/4"X10"X0'-10"
(3) 1/2" DIA HILTI HIT-HY 200 EPOXY ANCHOR BOLTS W/ 2 3/4" MIN EMBED
1/4 4-12
CL HSS
4
S5.2
IA
S
A
L
Project Team
2 4
1 2
1 4
th A
Land: Genevieve Schmidt - Landscape Design McKinleyville, CA 95519
Accoust: Papadimos Group San Francisco, CA 94111
Cost: Construction Cost Management Services Oakland, CA 94612
DETAILS
CANOPY BEAM TO WALL CONNECTION 2
1 SRB JULY 20, 2018
2 BID ADD 4 AUGUST 3, 2018
1 1/2" = 1'-0"
1 1/2" = 1'-0"
2
IFB #PW17-6, Addendum #4, Exhibit G, Page 8 of 8
Sheets
A4.2 - LEVEL 1 - RCP
A4.3 - LEVEL 2 - RCP
